Reliability analysis of reinforce-slope stability based on Monto Carlo method

Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (Z1): 44-46.

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Reliability analysis of reinforce-slope stability based on Monto Carlo method

WANG Cheng-zhi¹, WANG Guang-sheng², HE Guang-chun¹, WANG Duo-yin¹, LIU Ming-wei¹

1. School of River & Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China;2. CHEL Guangzhou Port Construction Company, Guangzhou 510000, China)

Received:2004-02-23 Online:2004-07-15 Published:2015-05-18

基于蒙特卡罗法的加筋土陡坡可靠度分析

汪承志¹，王广生²，何光春¹，王多银¹，刘明维¹

1.重庆交通学院河海学院，重庆400074；2.中港四航局一公司，广东广州510000

作者简介:汪承志(1980—)，男，湖北省人，在读硕士研究生，从事港工结构方面的研究

Abstract

Abstract: The model of reliability analysis on reinforced-slope stability and the probabilistic style of the essential variations have been established. The Monto Carlo method is applied in reinforced-slope stability analysis, combined with a practical project, a series of analysis on reliability of the reinforced-slope stability is done. Some valuable results are concluded.

Key words: reinforced, reliability, slope stability, reliability index, safety coefficient, Monto Carlo method

摘要： 介绍了用土工格栅加固陡边坡设计时的抗滑稳定性计算理论及计算方法，并将可靠度分析中的蒙特卡罗法运用于其中:计算中以土的抗剪强度指标C、必为基本随机变量，结合工程实例探讨加筋陡坡分析中的若干规律性问趣，得出一些有益的结论

关键词: 加筋, 可靠度, 土坡稳定, 可靠指标, 安全系数, 蒙特卡罗法

CLC Number:

TU472.3⁺4

WANG Cheng-zhi, WANG Guang-sheng, HE Guang-chun, WANG Duo-yin, LIU Ming-wei. Reliability analysis of reinforce-slope stability based on Monto Carlo method[J]. Journal of Chongqing Jiaotong University(Natural Science), 2004, 23(Z1): 44-46.

汪承志，王广生，何光春，王多银，刘明维. 基于蒙特卡罗法的加筋土陡坡可靠度分析[J]. 重庆交通大学学报（自然科学版）, 2004, 23(Z1): 44-46.

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Reliability analysis of reinforce-slope stability based on Monto Carlo method

基于蒙特卡罗法的加筋土陡坡可靠度分析

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